Theory of Structures The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is WL3/24EL WL3/8EL WL3/3EL WL3/48EL WL3/24EL WL3/8EL WL3/3EL WL3/48EL ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures P = 4π² EI/L² is the equation of Euler's crippling load if Both the ends are fixed Both the ends are hinged One end is fixed and other end is free One end is fixed and other end is hinged Both the ends are fixed Both the ends are hinged One end is fixed and other end is free One end is fixed and other end is hinged ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The locus of reaction of a two hinged semi-circular arch, is Hyperbola Straight line Parabola Circle Hyperbola Straight line Parabola Circle ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The assumption in the theory of bending of beams is: Material is homogeneous Young’s modulus is same in tension as well as in compression All of these Material is isotropic Material is homogeneous Young’s modulus is same in tension as well as in compression All of these Material is isotropic ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Shear strain energy theory for the failure of a material at elastic limit, is due to Rankine St. Venant Guest or Trecas Von Mises Rankine St. Venant Guest or Trecas Von Mises ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The locus of the moment of inertia about inclined axes to the principal axis, is Straight line Parabola Ellipse Circle Straight line Parabola Ellipse Circle ANSWER DOWNLOAD EXAMIANS APP